全文获取类型
收费全文 | 2446篇 |
免费 | 366篇 |
国内免费 | 268篇 |
专业分类
测绘学 | 494篇 |
大气科学 | 299篇 |
地球物理 | 768篇 |
地质学 | 343篇 |
海洋学 | 898篇 |
天文学 | 42篇 |
综合类 | 142篇 |
自然地理 | 94篇 |
出版年
2024年 | 1篇 |
2023年 | 10篇 |
2022年 | 33篇 |
2021年 | 41篇 |
2020年 | 60篇 |
2019年 | 126篇 |
2018年 | 69篇 |
2017年 | 126篇 |
2016年 | 95篇 |
2015年 | 115篇 |
2014年 | 116篇 |
2013年 | 124篇 |
2012年 | 114篇 |
2011年 | 199篇 |
2010年 | 151篇 |
2009年 | 173篇 |
2008年 | 241篇 |
2007年 | 198篇 |
2006年 | 133篇 |
2005年 | 113篇 |
2004年 | 102篇 |
2003年 | 95篇 |
2002年 | 102篇 |
2001年 | 82篇 |
2000年 | 79篇 |
1999年 | 64篇 |
1998年 | 63篇 |
1997年 | 46篇 |
1996年 | 35篇 |
1995年 | 24篇 |
1994年 | 28篇 |
1993年 | 28篇 |
1992年 | 26篇 |
1991年 | 20篇 |
1990年 | 12篇 |
1989年 | 9篇 |
1988年 | 7篇 |
1987年 | 5篇 |
1986年 | 2篇 |
1985年 | 6篇 |
1984年 | 1篇 |
1982年 | 3篇 |
1980年 | 2篇 |
1954年 | 1篇 |
排序方式: 共有3080条查询结果,搜索用时 15 毫秒
91.
92.
从理论与模型算例两方面对一种以Parker公式为基础的频率域位场反演方法做了进一步深入研究。表明它是一种能够更有效地引入低通滤波因子的迭代方法。与改进的正则化稳定因子相结合,提出新的快速正则化反演方法。除了将其用于反演求解均质界面以外,它也被推广至变物性的界面反演以及物性反演 相似文献
93.
井间地震串联滤波波场分离方法 总被引:2,自引:0,他引:2
严又生 《物探化探计算技术》1997,19(3):210-215
本文根据井间地震波场响应以及多种波场分离方法的性能,采用基于K-L变换的特征向量滤波与中值滤波相结合的串联滤波方法分离井间地震观测到的上、下行反射波。数值计算结果表明:在波场分离过程中,由于同时综合考虑了地震波能量主分量分布以及反射波同相轴时差两个参数,使得分离效果明显、处理更为简便,具有滤波特征矢量的选取条件更为宽松、无需精确确定拉平轴的时间等特点。 相似文献
94.
Field vibration mitigation by honeycomb WIB for pile foundations of a high-speed train viaduct 总被引:5,自引:0,他引:5
Environmental vibrations from recent high-speed trains are becoming a special concern in the civil and environmental engineering field since they can give detrimental effects to residents, sensitive equipments and high-tech production facilities in the vicinity of train tacks. Herein, aiming at the vibration mitigation for a specific high-tech industrial area, the low-frequency vibrations from a train viaduct are targeted over an anticipated range. A theoretically designed innovative countermeasure, called honeycomb wave impeding barrier (WIB) for a wave impeding barrier, is introduced and its effects are investigated by computer simulation. The present WIB is based on the wave dispersion phenomenon that can modulate the incoming wavelengths into the shorter wavelengths, creating an apparent wave cut-off characteristic in the wave field across WIB installation area. The shorter wavelengths are further impeded due to the impedance ratio of the WIB walls and in-fill materials and absorbed by the in-fills more. The three-dimensional FEM simulation demonstrates a dramatic reduction effect that is difficult to achieve by conventional measures. 相似文献
95.
96.
97.
Simultaneous identification of time and space variant dynamic soil properties during the 1995 Hyogoken-Nanbu earthquake 总被引:2,自引:0,他引:2
Time and space variant soil properties at a liquefied site were simultaneously identified in the time domain by using borehole array strong motion records. During soil liquefaction at a site, soils usually show a wide variety of non-linear behavior along the depth as well as non-stationary behavior. Strong ground motion records were obtained at Port Island borehole array observatory, Kobe, during the 1995 Hyogoken-Nanbu earthquake. In this study, the instrumented soil was modeled by the equivalent linear MDOF system, and an extended Kalman filter with local iteration was employed for the identification of the soils. The identification process was successfully conducted, and the stress–strain relationships of the soils at the liquefied site were obtained from different depths all at once. 相似文献
98.
The reflection of plane waves in a poroelastic half-space saturated with inviscid fluid 总被引:8,自引:2,他引:8
Chi-Hsin Lin Vincent W. Lee Mihailo D. Trifunac 《Soil Dynamics and Earthquake Engineering》2005,25(3):205-223
This paper discusses surface displacements, surface strain, rocking, and energy partitioning during reflection-of-plane waves in a fluid-saturated poroelastic half-space. The medium is modeled by Biot's theory, and is assumed to be saturated with inviscid fluid. A linear porosity-modulus relation based on experimental data on sandstones is used to determine the material parameters for Biot's model. Numerical results in terms of angle of incident waves and Poisson's ratio are illustrated for various porosities and degrees of solid frame stiffness. The results show that the amount of solid frame stiffness controls the response of a fluid-saturated porous system. A poroelastic medium with essentially dry-frame stiffness behaves like an elastic medium, and the influence of pore fluid increases as dry-frame stiffness is reduced. The effects of a second P-wave become noticeable in poroelastic media with low dry-frame stiffness. 相似文献
99.
On the basis of Biot dynamic theory, an analytic solution of two-dimensional scattering and diffraction of plane SV waves by circular cylindrical canyons in a half space of saturated porous media is presented in this paper for the first time. The solution is obtained by employing the Fourier–Bessel series expansion technique. Parametric studies had been carried out, which includes: the angle of incidence, the frequency of the incident SV wave, the porosity of saturated porous medium and the stiffness and Poisson's ratio of the solid-skeleton. All the outcomes are useful for the seismic analysis of the surface topography conditions. 相似文献
100.
H. P. Rossmanith K. Uenishi 《Fragblast: International Journal for Blasting and Fragmentation》2005,9(3):139-174
This paper addresses size and boundary effects on wave propagation, fracture pattern development and fragmentation in small scale laboratory-size specimens for model blasting. Small block type specimens are centre-line loaded by linear explosive charges and supersonically detonated. Using elastic wave propagation theory and fracture mechanics it is shown that the type of boundary conditions which prevail at the outer boundary of the cylinder control the extension of bore-hole cracking and fragmentation within the body of the cylinder. In the case of a composite block where a cylindrical core of different material is embedded, the level of fracturing and fragmentation is controlled by the separation of the interface which in turn depends on the relative dimensions of the core and the block. The most important parameter is the ratio between the length of the pulse (space-wise or time-wise) and the characteristic dimensions of the models, i.e. in this case the dimensions of the core and the mantel. Stress wave superposition effects occur in the corner sections of the mantel. Theoretical results are in good agreement with recent experimental findings. 相似文献